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Home My WebLink AboutRevisedPermitMod_Site4A.pdfBST DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER I ®u HIM SITE 3 — 000 /+0 00 0 180.00', 200.00' ARC HBMNLNC LLC �� = ,y —X�R-'9 2' LATEBASE D RAL IT RIPITCH RAP �= EST 05 TONS EST 177 SY GEOTEXTILE -- — SEE DETAIL 3 C— C F 2GI I SITE 4A — U U I Ill BANK STABILIZATION AT INLET CLASS 'I' RIP RAP EST 53 TONS EST 91 SY GEOTEXTILE SEE DETAIL 16 & 59 40TCB _--- 2GI — 15" RCP -III 18" CP-II _ 2G ..-- C - FS 2GI / —_ 2GI .. 2G/ \ C \ LATERA CLASS T RIP RAP 7 EST TONS .. .. .. .. .. .. .. .. .. .. EST 121 5GEOTEXTILE SEE DETAIL50 24" RCP -III— JB dMH sTv BL�J- THE STV Engineers, Inc. 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-0991 ROJECT REFERENCE NO. SHEET NO. R-2247EB 5- ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PR E Lgh'gdNA PLANS DO NOT USE FO 111TRUCTION ,J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTING PERMIT DRAWING BANK STABILIZATION AT CROSSING SHEET 6 OF 71 EXTEND EXISTING SINGLE B' X T RCBC 30 L.F. C� WITH HEADWALL & WINGW S '6F SUPPLEMENT WITH 60" THE CHLESS I iol S PERMIT DRAWING SHEET 8 STANDARD 'V' DITCH CLASS 'I' RIP RAP _________________________ V EST 72TONS i�� _________--- --AR. SOIL EST 1225Y GEOJP)TIl .. ___________________ -- SEF6O )MIA E � — SEE PERMIT DRAWING TERRY D. STOLT2 SHEET 9 RETAIN EXISTING B' X 7' RCBC SUPPLEMENT WITH 60" TRENCHLESS WITH HEADWALL & WINGWALLS NOT BURIED SITE 413 — UU DETAIL 59 BANK STABILIZATION AT INLET I Naf fo bcole) PROPOSED EXCAVATION CL PROPOSED EXCAVATION I EXISTING 1.5:1 OR FLATTER GROUND SIDE SLOPES CLASS 'I' RIP RAP W,'GEOTEXTILE PROPOSED INV. THICKNESS = 1.5' EL=854.9' (TYPICAL) PROPOSED INV. 2'z2' SEWER EL=853.9' ENCASEMENT DETAIL 60 OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP I Npf fo Scalel PROPOSED CLASS 'I' RIP RAP KZ_ EXCAVATION W/GEOTEXTILEEXISTING THICKNESS = 1.5'GROUND (TYPICAL)1.5:1 OR FLATTEROSED INV. SIDE SLOPES 50.4'2'x2' SEWERG INV. ENCASEMENT 9.4' 4'LATERAL BASE DITCFIF CLASS TRIP RAP EST 330 TONS EST 559 SY GEOTEXTILE - 2GI 24" RCP -III --_-----_—_ ____ MMN W V ------ REMOVE CB 1"�L ---- JOHN GOLD MEMORIAL EXPRESSWAY 38'B _ W W —_ ------ ---- ! 2GI N J 16 w/MH 24" RCP-I� / F TOE PROTECTION F 24" RCP -III SEE DETAIL 35 $ OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP ;o 73 TONS CL T RIP RAP 123 SY GEOTEXTILE T SEE DETAIL 60 � A DETAIL 3 DETAIL 9 DETAIL 49 DETAIL 50 DETAIL 16 LATERAL BASE DITCH LATERAL BASE DITCH STANDARD 'V' DITCH LATERAL 'V' DITCH RIP RAP AT EMBANKMENT Nor ro Scalel (Nor to Bcole) I Nef fo Scale) I STANDARD Swle) (NL to Scalel b b Nafpml �-- ` Naruml �_ NWeral NaNrol �— 10 miny t Fill Fill Gropn j.) ,`.� Groun NaNrpl Fill Ditch Groend d) D 1�' Slope Ground d D Slope D Ground D lhf. Slope Grade d d GEOWMLE GfOTE%TILf Min. D=1.5 FL Min. D=2.0 FI. Georertile Geofartile GEOTWILE Maz. d=1.5 H. Maz. d=2.0 Ft. Min. D=2.0 Ft. Min. D=2.0 Ft. when a ie c 6.0' B=2.0 Ff. 'when B is c 6.0' B=4.0 R. I Type of Liner= Class 'I' RIP RAP Maz. d=2.0 Ff. Max. d=2.0 R. Type of Liner= CL T RIP RAP Type of Liner= Class 'I' Rip -Rap b=5.0 Ft. Type of Liner= Class 'I' RIP RAP 6=5.0 H. Type of Liner= Class T RIP RAP b-5.0 H. FROM -L- STA. 76+50 TO STA. 77+40 RT FROM -L- STA. 76+52 TO STA. 76+56 LT FROM -L- STA. 75+00 TO STA. 76+30 LT FROM -L- STA. 76+56 TO STA. 79+50 LT FROM -L- STA. 75+50 TO STA. 76+50 RT 50 25 0 50 100 PLANS DENOTES TEMPORARY IMPACTS IN SURFACE WATER sTvloo BLWTHE STV Engineers, Inc. 900 west Trade SL, .9O S2 715 Chmlotte, NC NC License Number, 0F— F-0991 -0 R-2247EB 5A \DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PR ELIMIN' Y PLANS DO NOT USE PO CONSTRUCTION DENOTES IMPACTS IN SURFACE WATER —zlb SITE 3 OOO/ y S / SITE 4A — / /? �j/�///�//( DOCUMENT NOT CONSIDERED FINAL a S UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 7 OF 71 TI //�°7^STEN SC 8 SC Cr,�O � �C ' R TH `HEAD ALL IJG gt \ \ \ \ =l/�— j� / / /9 GE E I �m 1 . 5 PILE ENTTH 6� THE 1,tE-\ BST �j// E piTAIL / r' Iv WING 2�� / 3_58//X/��902 j�0 /�j� ^mom 11 \\\\\\ III\\ �� V 11 \ \ \ 1 \\ \ \ x�X� X e i 4x 9 0 g// // aqn� h R 4 cs ATERM BASE c Dm.ISIL 8— S RIP APB TmEST 3300) TONS _ SY GEOTpT ILE A, 24�CP-III 9/'912B- ti '96 9ma -=�mz— 99 8900— — 09$ L 7— —$9_ZL 9J2 9''n b jL g1 .D Q J —890— 898-892 $ ==890— _890 892894_� \ �— - - - 8� .. - . .. _ .. - . _ \ 24 -RCP N L8 00 - -- ` -- ---- ---606— _� v —c-- rn rn 4 __ 3----_------ --- J - C/� I FS — — — 6 _JJL_ S --- _ --- ---- --�� N Lu r1 rn N MEMORIAL EXPRESSWAY 3 vm 1� --- 874- 2GI - - _ � 15 —Z6 7 ` ELBO + 876� 82. 898 4- - � 1 p_ _ - � —� � � L h `- 874- _ � 88co 0 � 988' � �_—F o � N -&Z_- -b06- 1@ w4 - 1-- /� / L� ERAL is �c w 860�4 F ro T E P OTE�. �� \ \ 1 1 1 — O6—� / 4 I S O 1 Lo 8b8 10i — b 011, 16— Q` 'I RIP P S E D AIL 35 _16 bib- �� / I c6' EST 72 TO 5 I 1 PSI Oj \ _ Z- O I //@/..__/ \. - EST h215E TAIL 501 I`� .,\� 1�'I\ \� 2� / IrW SEMENT \ \ — L cclsz _ \ 1 q v T s �� \ 1 / -/ / CLASS 'I' RIP { \ \ Ji I ��rar�-__-b2 �� 8�� ° ��--�L=�_4b/� /0 / E� 2N �� 1 \1 _�\ �� L I -1 -66 a7 \ r 6 0 122 GE \ l I1� ItdW _ O� \\\\\ \� \11 I I I I I 1 I I m I I I ( I I t \ \ 9 _\ / / / x D. ST / ) / / R AI EXIS INO`�8' T I CBC 1 \N S2 / M D ED RAP E (y-y/ I SUPPL Al�{T WII'T'rr 60�6TRE C11LE$&� J O TL�Bf� H RA PR ECTIO 1 \ \ \ 1 I I \ 22 / I I I I I / l WI HEADvrALL 5,/ GWA L$ J I 3 TOYJSR§L 'I' RTT P 1 T Bi1R D Wco I 1 I 8 13 Y EO 0 �� \ 1 \ \ �B) \ co z I / ` TEXTILE SITE 4B - UU-90 DETAIL 60 OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP IN— Scale) PROPOSED CLASS 'I' RIP RAP (L EXCAVATION W/GEOTEXTILE EXISTING THICKNESS = 1.5' GROUND (TYPICAL) I 1.5:1 OR FLATTER PROPOSED INV. SIDE SLOPES EL=850.4' 2'x2' SEWER EXISTING INV, DETAIL 9 DETAIL 49 DETAIL 50 DETAIL 16 (Nof. fo Sle) LLATERAL BASE DITCH STANDARD 'V'DITCH LATERA'V' DITCH RIP RAP I AT tEMBANKMENT (NM Sme) No \ Swlel b N oVml NatoVrol b 10'min. NaNrol �— Fill r n 7_/ \ Fill Ditch Ground D 1"fft. Slope D �' Group 1"iFt. Slope Grade 1.0 min. l,5 d d d GEOTE%iILE B Min D=2 0 F Geotextile Geoteatila GEOTEXIILE Max. d=2.0 Ft. Min. D=2.0 Ft. Min. D=2.0 FL 'when B Is 6.0' B=4.0 Fl. T e pf Liner— Class 'I' RIP RAP Max. d=2.0 Ft. Max. d=2.0 Ff. b=5.0 F. b=5.0 Ft. TYPe of Uner= CL 'TRIP RAP Type of Liner- Cl— 'I' RIP RAP FROM —L— STA. 76+50 TO STA. 77+40 RT Type of Liner= Class 'I' RIP RAP FROM A STA. 76+56 TO STA. 79+50 LT FROM —L— STA. 75+50 TO STA. 76+50 RT FROM —L— STA. 76+52 TO STA. 76+56 LT ENCASEMENT EL=849.4' 50 25 0 50 100 PLANS 0 C 0 DETAIL 3 LATERAL BASE DITCH ( Not to Scale) Natural I — Fill Ground ?'7 D 1'/Ft. Slope d GEOTEXTILE g Min. D=1.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' B=2.0 Ft. Type of Liner= Class 'I' Rip —Rap b=5.0 Ft. FROM -L- STA. 75 + 00 TO STA. 76 + 30 LT Mm DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFA W T E ISTING STS _00 I / B NK STABILIZATION BL_yTHE STV Engineers,St.,SIe 7 900 west tt ee sr., S°ile is 28202 A CROSSING `h°n.. "`,F— NC License Number F-0991 QD \ L� \ \ 1 PROPOSED SANITARY SEWER \aS C O 2' LATERAL BASE DITCH — BANK STAINUZATION — 40TCB CLASS 'I' RIP RAP A NLET EST 105 TONS CLASS '1' RIP P EST 177 SY GEOTEXTILE EST 53 TON SEE DETAIL 3 EST 91 SY GEOTEXTILE / 36 SEE DETAIL 16 & 59 40TCB /=111 36 DETAIL 59 BANK STABILIZATION AT INLET ( Not to Scale) PROPOSED EXCAVATION 4 PROPOSED 1.5:1 OR FLATTER — SIDE SLOPES CLASS 'I' RIPRAP W/GEOTEXTI LE THICKNESS = 1.5' (TYPICAL) 2'x2' SEWER - ENCASEMENT EXCAVATION /� EXISTING 1 1 GROUND PROPOSED INV. E L = 854.9' PROPOSED INV. EL=853.9' EX i DETAIL 16 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'mi 1.5' Grade GEOTEXTILE Type of Liner= CL 'I' Rip —Rap EXTEND EXISTING w J&D 01- SITE 4A - UU] FROM -L- STA. 76 + 52 TO STA. 76 + 56 LT PROJECT REFERENCE NO. SHEET NO. D 77A7CQ I 5Q ENGINEER ENGINEER PRELIMIN Y PLANS OO NOT USE PO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 8 OF 71 10 5 0 10 20 PLANS MEMORY OW A — WA - ti►��•ttl/tii —I��Ji J�4 • BURIED •`mil Q CLASS 'I' RIP RAP EST 330 TONS EST 559 SY GEOTEXTILE DETAIL 9 LATERAL BASE DITCH ( Not to Scale) Natural \ 1 1— Fill Ground ?'I D 1' Ft. Slope d \ GEOTEXTILE g Min. D=2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' 13=4.0 Ft. Type of Liner= Class 'I' Rip —Rap b=5.0 Ft. \� FROM -L- STA. 76 + 56 TO STA. 79 + 50 LT (FUTURE l 74) -L=